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Tender For supply of furniture items - keyboard for 100 keys , mirror full size with frame , rack rifles for 10 rifles , safe regimental treasury chest , show case glazed , black board with fibre glass , chair barber adjustable with neck rest , mirror large size 1200x900mm with frame , counter keyboard for 100 keys, mirror full size with frame, dimension: (a) overall size shall be 1800x600mm. description: (b) the mirror shall be a full-size, clear glass mirror with a thickness of 5mm. (c) the frame shall be constructed of high-quality, polished, and finished hardwood, with a width of 50mm and a depth of 30mm. (d) the frame shall be joined using strong mortise and tenon joints to ensure durability and sturdiness. (e) the back of the frame shall be fitted with a protective plywood backing of 4mm thickness to support the mirror and prevent any shifting. (f) for secure hanging, the mirror shall be provided with heavy-duty, brass wall brackets (2 in number) for vertical mounting on the wall. (g) a protective covering shall be applied to the edges of the mirror to prevent breakage during handling and installation. (h) the mirror shall be encased in the frame in such a manner that the edges are completely sealed to avoid damage. (i) the entire unit shall be carefully crafted to ensure smooth, rounded corners for a safe and aesthetically pleasing appearance. (j) all joints and fixings shall be done as per standard specifications. rest all as per the drawing. finish: (k) the wooden frame shall be finished with a high-quality, clear lacquer coating to preserve the natural wood texture and provide a long- lasting, polished look. (l) all exposed wooden surfaces shall be free from any blemishes or imperfections. (m) a protective film shall be applied on the mirror surface during transportation to prevent scratches. rest all as per the drawing., rack rifles for 10 rifles, dimension: (a) overall ) /bid number : gem/2026/b/7348816 * /dated: 17-03-2026 & & / bid document 1 / 16
Tender For tender for supply of m soil investigation : : -obalisation of necessary eqpt and man power to the project site and dismantling of the same of completion of field work from the site , provision of two bore hole of 150 mm dia in any type of soil upto max 10 mtr or upto refusal n 100 whichever meet first conducting standard penetration test as per is 2131 1981 reaffirmed 2016 test shall be made at not more than 1 50 mtr interval or on change of strata whichever is less , conducting following lab test on bore collected soil sample i direct triaxial shear test ii grain distribution curves & pattern in bore holes iii bulk density iv natural moisture content v dry density vi water table vii specific gravity viii atterberg limit ix hydrometer analysis x liquid & plastic limit xi swelling index , collection of lab test data calculation of gross and net safe bearing capacity and preparation of report on minimum 80 gsm a4 size white paper duly spiral bound in quintuplet duly vetted by any iit nit vetting shall not be in the personal capacity of the professor for foundation report shall recommend type of foundation and sizes at different depths below ngl including size gross and net safe bearing capacity , i photographic record of geo exploration as well as testing shall also part of the report ii recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose uncompacted sandy soil iii swelling index and swelling pressure in respect of black cotton soil and its depth layer if any iv depth of gr water table gwt in peak mansoon lowest and peak summer highest after correlation of result with seasonal of water table in the station v recommendation for filling under floors vi rl of ground level foundation level with ref to a bm should invariably be mentioned in the soil investigation report
Tender For corrigendum : supply of under ground / above ground horizontal cylindrical steelstorage tanks for petroleum products as per is 10987:1992 (latest) (q3)
Tender For corrigendum : supply of orv sagar nidhi ship modifications for integration of lars 80swl : - as per deliverables stage 1 indicated at scc , receipt of new lars from niot oem and safe storage at shipyard premises as specified in the scope of work, stage 2 point f , removal of the existing a frame onboard ship incl. of two hyd. cylinders, pistons, foundation and existing deep sea winch. handing over the two items to niot nominated contractor with full docs , modification of ship structure and other systems along with cabling, piping and necessary power points as mentioned in the proposed modification report approved by both class irs and dnv in dry dock , completion of intgr of lars by successfully completing of inst comm and hat of new lars onboard ship alongwith oem necessary support for sat will be carried out by niot and oem , cost for per kg steel weight renewal in case of additional repair work with maximum additional steel work be limited to 5 tons , all risk insurance for new lars and from date of receipt at shipyard till successful completion of hat and sat all risk insurance for the ship, people, niot property during drydock period as per nit
Tender For supply of a boring drilling 150 mm dia bore holes upto 10 mtr depth , b collection of disturbed and undisturbed soil sample at interval of 1 mtr , c to carry out the test to ascertain soil profile proportion to determine safe bearing capacity complete with field , d conduct lab test on disturbed soil samples , e conducting lab test on undisturbed soil sample as considered necessary according to relevant specification , g liquefaction analysis to be enclosed with the soil investigation report , h recommendation for pile foundation with pile capacity , submission of four copies of ink signed test report , the sbc of the soil is required to be given as per following table , with every site s soil investigation report a detailed site plan showing the approx location of each bore duly numbered as per log , every page of the soil investigation report , all pages of the soil investigation report shall be serially numbered, stamped and signed , transportation charges including loading and unloading of heavy girders , photographic record of geo explorations as well as testing shall also form part of the report , the ge shall intimate the approximate type of construction , in case of underground buildings basement construction